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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / 1 .0 <br />afe vertical load Safe horizontal load `_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MEMO 01 0 <br />in so <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />y�1• - (Y <br />CV Q <br />w <br />`- U <br />#5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />in <br />Mo <br />I <br />no <br />On <br />0 <br />IN <br />00 <br />in <br />EMIR <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />¢ <br />w <br />B/1T <br />f- <br />Q <br />J <br />6F16- <br />00 <br />N <br />Z <br />tNOMINALL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-f precastTntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 EBAR <br />.(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REO'D <br />a a -11Z. <br />CLEAR O STEEL LINTEL <br />a e <br />4 .M.U. #5 REBAR AT TOP <br />a' n MIN. (1) REO'D r 1 <br />4 1-1/2" CLEAR <br />a <br />n a <br />4 <br />GROUT <br />- <br />D <br />e <br />n <br />D <br />5 REBAR AT <br />n ¢� <br />= 0 W <br />o <br />4 <br />Q <br />c <br />O <br />BOTTOM OF <br />? W <br />W O y <br />LINTEL CAVITY <br />U � <br />U, <br />\ n <br />-BOTTOM <br />O U O Z <br />"\ U <br />REINFORCING <br />¢ ¢ C7 J <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL W f' <br />d 0 <br />D D <br />VOMINAL WIDTH <br />(VARIES) <br />in m Cr 0. <br />Q Q <br />o 0 <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-0" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />�ga13g� 5:13l�1lt <br />�a 10 vv <br />0 <br />Ea_ .,daa <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />m <br />Co <br />� <br />p � U O N N(pi <br />t <br />� <br />Cf U 0 LLJ <br />I� <br />rn mJ -J a. <br />'0 04 N LL LL o <br />QjM M CL ' y <br />J. r Z$ Z O <br />m J <br />m <br />Co <br />W <br />W <br />O 2N Q <br />(0J in <br />6Z ¢ a <br />Z <br />LL <br />0 <br />N C7 Z 1- <br />0 <br />U -1 <br />Z N M <br />O O <br />z <br />o <br />Q <br />J <br />� <br />N <br />M <br />Z v <br />Q) <br />0 <br />U_ LL <br />w .6 <br />m <br />y� <br />IL <br />'�• <br />V <br />0, <br />�tn <br />o <br />� <br />U c <br />aimw <br />~ J OEO <br />�C U <br />7 <br />el <br />z_ <br />link <br />U) N <br />N m <br />4 m <br />c <br />w <br />M <br />M <br />w¢2 <br />ZO S <br />z <br />J <br />1 <br />a. 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